CONCRETE AREA WAY WALL, BEYOND

SECTION DETAIL - ROOF DRAIN OVER AREA WAY ( 7 1 L—r L _T ~~ 3" = i'-0" V A3.43

SECTION DETAIL - EXTERIOR SITE WALL NORTH 1 1/2" = 1'-0"

116' ~ 0"

THROUGH WALL FLASHING

LEVEL 02 114' - 0"

1' - 7 5/8"

SS TERMINATION BAR WITH SEALANT AT TOP

FLEXIBLE FLASHING AND WEEP

CAVITY SOLID, BS

RE: LANDSCAPE

RE:STRUCTURAL

3/8" CIP CONCRETE WALL, RE: STRUCTURAL

ANCHORED LIMESTONE VENEER MASONRY, SPLIT FACE, 4' NOMINAL WIDTH WITH RANDOM VERTICAL JOINTS. NO THREE VERTICAL JOINTS IN SUBSEQUENT COURSES SHALL BE WITHIN 8" OF EACH OTHER

SECTION DETAIL - BAR GRATE AT STEEL BEAM r 2" 4" 8"

8 3" = 1 '-0"

X2_

A3.43

0.5

FV l's

\ /•

N.^l

, v v hL ^ ^ nJ

EQ EQ

LIMESTONE WATER TABLE

COORDINATE VOID SIZE WITH ELECTRICAL DEVICES OR PLUMBING FIXTURES, RE: ELECTRICAL AND PLUMBING DRAWINGS

HEWN LIMESTONE MASONRY UNIT

IfrPnPfiT

j

SECTION DETAIL - DOWNSPOUT TERMINATION AT AREAWAY 2" 4" 8" 16" 1/4" = 1-0" \ A3.43

ELEVATION DETAIL - PENETRATION @ SPLIT FACE STONE 2" 4" 8" 16" 11/2" = r-o" \ A3.43

CONCRETE FONDATION WALL, RE: STRUC

HDG GRATING CLIP, RE: STRUC

2" METAL GRATING, RE: STRUC

SECTION DETAIL - BAR GRATE AT BRICK WALL 1" 2" 4" 8" 3" = 1-0" \ A3.43

SECTION DETAIL - BAR GRATE AT FOUNDATION WALL I i

•j" 2" 3" = 1-0" V A3.43

3 5/8" 8 3/8" 3 5/8"

UNIVERSITY./ DENVER The Daniel Felix Ritchie School of Engineering and Computer Science + The Knoebel Center for The Study of Aging

Mark Rodgers, AIA University Architect University of Denver Office of the University Architect 2400 South Race Street Denver, Colorado 80208 (303) 871-4746

Andersen Mason Dale Architects

Architect AndersonMasonDale Architects, P.C. 3198 Speer Boulevard Denver, Colorado 80211 (303) 294-9448 www.amdarchitects.com

Structural Martin/Martin Consulting Engineers 12499 West Colfax Avenue Lakewood, Colorado 80215-3720 (303) 431-6100 www.martinmartin.com

Mechanical / Electrical Shaffer Baucom Engineering & Consulting 7333 W Jefferson Ave, Suite 230 Lakewood, Colorado 80235 (303) 986-8200 www.sbengr.com

Laboratory Research Facilities Design 3965 Fifth Avenue, Suite 400 San Diego, California 92103-3192 (619)297-0159 www.rfd.com

Landscape Architect SDesign Inc. P.O. Box 724 Bailey, Colorado 80421 -1838 (303) 838-5554 www.ldeasOutside.com

Civil Anderson & Hastings Consultants, Inc. 12596 W Bayaud Ave Lakewood, Colorado 80228 (303) 433-8486 www.ahceinc.com

Code Advanced Consulting Engineers, fnc. 3900 S. Wadsworth, Unit 595 Lakewood, Colorado 80235 (720)981-4150 www.acecode.com

Acoustics D. L. Adams & Associates, Inc. 1536 Ogden Street Denver, Colorado 80218 (303)455-1900 www.dlaa.com

Technology Rimrock A BCER Group 10807 New Allegiance Drive, Suite 400 Colorado Springs, Colorado 80921 (719)533-1112 www.rimrockgroup.com www.bcer.com

A V K2 Audio, LLC 4900 Pear! East Circle Suite #201E Boulder, Colorado 80301 (303) 865-5500 www.k2audio.com

Fire Protection Farnsworth Group, Inc. 8055 East Tufts Avenue, Suite 850 Denver, Colorado 80237 (303) 692-8838 www.f-w.com

Issue

ISSUE FOR BID

Date

20 MARCH 2014

Project Number:

Drawn By:

Reviewed By:

Approved By:

12-069

RL

EH/JE

AN

EXTERIOR SECTION DETAILS

A3.43

AREAWAY

ALLEY HARD PIPED

WITH INTEGRAL WATER STOP

LEVEL 02_ 114-0"

LATERAL PIPE WITH 2% SLOPE BRACED AGAINST HSS, BEYOND

METAL GRATE

FACE OF BUILDING

DOWNSPOUT

CAVITY DRAINAGE MATERIAL

BRICK VENEER MASONRY

THROUGH WALL FELXIBLE FLASHING

LOOSE LINTEL, STAINLESS STEEL, RE: STRUCTURAL

WEEP

HDG GRATING CLIP, RE: STRUC

2" METAL GRATE, RE: STRUC

WELDED FILLER STEEL PLATE, RE: STRUC

JOINT SEALANT

SECTION DETAIL - EXTERIOR SITE WALL SEAT 1 Hf" "h 16" 1 1/2" = 1-0"

WALL BEYOND

LIMETONE SEAT, SLOPED 1/4" PER 1

MAINTAIN DIMENSION AT SEAT EDGE

CONCRETE ON VOID FORM, RE: STRUCTURAL

GRADE, RE: LANDSCAPE

GEOFOAM,RE: STRUCTURAL

FOUNDATION, RE: STRUCTURAL

6 3/8" CIP CONCRETE WALL, RE:STRUCTURAL

ANCHORED LIMESTONE VENEER MASONRY, SPLIT FACE, 4" NOMINAL WIDTH WITH RANDOM VERTICAL JOINTS. NO THREE VERTICAL JOINTS IN SUBSEQUENT COURSES SHALL BE WITHIN 8" OF EACH OTHER SS TERMINATION BAR WITH SEALANT AT TOP

FLEXIBLE FLASHING AND WEEP

GROUT CAVITY SOLID, BS GRADE, RE: LANDSCAPE

LEVEL 01 100'-0"

A3.43 00

PR 036

RFI 0190R1

RFI 0360

RFI 0403

RFI 0668